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Report .. __ 7. 1 scfm Nitr . :6 - . ..._ 0 ,., Model 501 .06%. 100 po i PS' Inflation Syste I - JUN 1 201 CITA` Application: Automotive I Light Volume Truck INUGfDIII6VION. The Model 500 is the -backbone" of the Branick " I Oft line of nitrogen generators, and still our most popular. With the capability to handle high volume passenger and tight truck facilities as 7 well as light volume commercial truck applications. ..:. it's a real "workhorse" without straining your air compressor. This tower unit with 7.1 SCFrvi of , . .. nitrogen output is the best value in the Branick line when you consider cost per scfm output of nitrogen ! i Specifications Air Input 13.8 scfm ca) 160 psi 175' F , Air Input Range 100 psi to 175 psi N2 Output T 1 sofa, N2 Purity 95% to 99 9% N2 Dewpoint -70.' F Operation Temp 40° to 150F Inlet Port 3/8 NPT Outlet Port 318 NPT N2 Purity Port , Yes ' Auto Shut-Off Yes Nitrogen Output Pre-Filters 2 95% Purity 98% Purity Maint. Indicator (filters) Yes 38 scfm * 100 ps4 2 1 sc.:NT' ki■ 100 [Ito 5 2 scfm fti U5 psi 2.8 scfm fp 125 psi N2 Outlet Press Gauge .Yes 6 6 sctm 0 130 psi 3 6 scfm @ 150 psi Dimensions . ... 19" x 19" x 72" t 9 seta.' IP I ,'S=A+ 44 scfm @ 175 psi Weight 185 Lbs • it ,. . . Strving the Industry since/923 .,.24t Mn,A.001,1% tilti-O.r-01.!,!Aa www.branickcom 1-....-...—......._ 0106-232 Ale 40 To learn more about using Nitrogen in Tires go to www.GetNitrogen.org GET ktillOGE re INSTITUTE , Ilk it: I - lac RED HEAD CONCRETE ANCHORING SPECIALISTS DESCRIPTION/SUGGESTED SPECIFICA _T ION_ S Wedge Type Anchors— f+ ® SPECIFIED FOR ANCHORAGE INTO CONCRETE JUN 1 ? Trubolt l Trubolt Wedge anchors feature a stainless steel expansion clip,threaded stud b ySrtrtar,1rasher.Ancpo1) Wedge Anchors bodies are made of plated carbon steel,hot-dipped galvanized carbon steel,ty� j►�gSb.S�B�qrN 316 stainless steel as identified in the drawings or other notations. ]]�s ]]���������V tie The exposed end of the anchor is stamped to identify anchor length.Stampings Dependable, .34 should be preserved during installation for any subsequent embedment verification. • =n Trubolt Use carbide tipped hammer drill bits made in accordance with ANSI B212.15-1994 Heavy-Duty, Ill Wedge to install anchors. 1 1 Anchor Inspectable, Anchors are tested to ACI 355.2 and ICC-ES AC193.Anchors are listed by the following III agencies as required by the local building code:ICC-ES,UL,FM,City of Los Angeles, Wedge Type California State Fire Marshal and Caltrans. See Appendix B(pages 101-102)for performance values in accordance to 2006 IBC. Expansion Anchor ADVANTAGES 2006 International Building Code(IBC)Compliant ,°,? Non bottom-bearing,may be used in hole Versatile fully threaded design is standard depth exceeding anchor length on sizes up to 3/4"diameter and 10"length ' Can be installed through the work fixture, Anchor diameter equals hole diameter eliminating hole spotting Standard carbon and stainless steel anchors Inspectable torque values,indicating proper installation t- 360°contact with concrete assures full expansion for reliable working loads Fully Threaded Advanta e 9 ��e iii -, 0 - 0 0 4 0 0 *' _ 0 0 4 Q) o t; , o• T' Trubolts fully threaded 9 r feature eliminates subsurface ' rIttt o ' 0 obstruction problems. 0 1 0 0 Q 00 0 _o %. . Fully threaded design � � j Trubolt s accommodates various j jj material thicknesses at %j ////g %%% e Anchors / the same embedment. 0 . 0 0 - . 0 ' . 0 ' One anchor length saves 41 0 Hi • Ai • time and money. -9 111 -- —9 a 0 O p 9 O C7 p U RwHed Head' SA Y -_ RED HEAD Call our toll free number 880-899-7690 or visit our web site for the most current product and technical intonation at www.itwredhad.cota Trubolt Anchors APPLICATIONS APPROVALS/LISTINGS _ —,._ Anchoring machinery and conveyors Tr u b o I t® is a common wedge anchor application. ‘,',/e6-9,2 Anchors .a The Trubolt is fully threaded to allow a ICC Evaluation Service,Inc.#ESR-2251 _ large range of embedment and -Category 1 performance rating eh:r4 111 ...w, ) fixture thickness. -2006 IBC compliant -Meets ACI 318 ductility requirements _ ,� -Tested in accordance with ACI 355.2 and ICC-ES AC193 -For use in seismic zones A&B -1/4",3/8"&1/2"diameter anchors listed in ESR-2251 a• i Seismic Wedge Anchor cracked Underwriters Laboratories r l4--. I l l -� r concrete approval controls tension Factory Mutual i &shear simultaneously. City of Los Angeles #RR2748 s' ' 1' California State Fire Marshall is (1 q .111 Caltrans Meets or exceeds U.S.Government G.S.A.Specification A-A-1923A Type 4 t ' ,. , I 1 , I L ii (formerly GSA:FF-S-325 Group II,Type 4,Class 1) LENGTH INDICATION CODE* CODE LENGTH OF ANCHOR CODE LENGTH OF ANCHOR INSTALLATION STEPS A 1-1/2<2 (38.1< 50.8) N 6-1/2<7 (165.1<177.8) B 2<2-1/2 (50.8< 63.5) L 7<7-1/2 (177.8<190.5) Select a carbide drill bit with a diameter equal C 2-1/2<3 (635< 76.2) M 7-1/2<8 (1905<203.2) D 3<3-1/2 (76.1< 88.9) N 8<8-1/2 (203.2<115.9) , to the anchor diameter.Drill hole to any depth E 3-1/2<4 (88.9<101.6) 0 8-1/2<9 (215.9<228.6) �.j ?.%,..01 o. exceeding the desired embedment.See chart F 4<4-1/2 (101.6<114.3) P 9<9-1/2 (228.6<241.3) "g,i f',-,::::1..:,;:c... for minimum recommended embedment. G 41/2<5 (114.3<121.0) Q 91/2<10 (241.3<254.0) H 5<5-1/2 (127.0<139.7) R 10<11 (254.0<279.4) I 5-1/2<6 (139.1<152.4) S 11<12 (219.4<304.8) 2. Clean hole or continue drilling additional depth 1 6<6-1/2 (152.4<165.1) T 12<13 (304.8<330.2) to accommodate drill fines. °•V' 'Located on top of anchor for easy inspection. ,o 0 ,r FEATURES a —A 1 3. Assemble washer and nut,leaving nut flush Length ID Head Stamp—provides for K � ' embedment inspection after installation . —°r with end of anchor to protect threads.Drive e.0' 0• anchor through material to be fastened until 9 -..-..-; c:. washer is flush to surface of material. Fully Threaded Design ! 4. Expand dnchor by tightening nut 3-5 turns past the hand tight position,or to the b. Cold-Formed—manufacturing process o:op.L. specified torque requirement. adds strength o.° op., 00 . '"ONLY FOR USE IN CONCRETE** - Stainless steel split expansion ring ' „V Anchor Body—available in zinc-plated -. steel,hot-dipped galvanized steel,304 - 4i stainless steel and 316 stainless steel TRUBOLT WEDGE ANCHOR rr Red Head' (all our toll free number 800-899-7890 or visit our web site for the most RED HEAD 55 ' current product and technical information at readlyarlheadam SELECTION CHARTS Tru bol t Carbon Steel Meets ASTM B633 SC1,Type III specifications for electroplating of Sum=.0002"thickness. with Zinc Plating This material is well suited for non-corrosive environments. PART THREAD ANCHOR DIA. OVERALL MAX.THICKNESS QTY/WT QTY/WT Typical Applications- NUMBER LENGTH &DRILL BIT LENGTH OF MATERIAL PER BOX PER MASTER Structural Columns, In.(mm) SIZE(THREADS) In.(mm) TO BE FASTENED lbs. CARTON Machinery,Equipment,etc. PER INCH In.(mm) lbs. 7. WS-1416 3/4 (19.1) 1/4"-20 1-3/4 (44.5) 3/8 (9.5) 100/ 3.1 1000/ 32 Environment-Interior WS-1422 1-1/4 (31.8) 2-1/4 (51.2) 7/8 (22.2) 100/ 3.6 1000/ 37 ,r-l': (non corrosive) WS-1432 2-1/4 (512) 3-1/4 (82.6) 1-7/8 (47.6) 100/ 4.7 800/ 39 Level of Corrosion-Low W5-3822 1-1/8 (28.6) 3/8"-16 2-1/4 (57.2) 3/8 (9.5) 50/ 4.1 500/ 41 W5-3826 1-5/8 (41.3) 2-3/4 (69.9) 7/8 (22.2) 50/ 4.7 400/ 39 • WS-3830 1-3/4 (44.5) 3 (76.2) 1-1/8 (28.6) 50/ 5.0 400/ 41 Tie Wire Wedge for hanging WS-3836 2-1/2 (63.5) 3-3/4 (95.3) 1-7/8 (47.6) 50/ 5.9 300/ 36 9 9 g WS-3850 3-3/4 (95.2) 5 (127.0) 3-1/8 (79.4) 50/ 7.4 250/ 38 suspended ceiling WS-3870 3-7/8 (98.4) 7 (177.8) 5-1/8 (130.2) 50/10.4 250/ 53 • i ii WS-1226 1-1/4 (31.8) 1/2"-13 2-3/4 (69.9) 1/8 (3.2) 25/ 4.6 200/ 38 WS-1236 2-1/4 (57.2) 3 3/4 (95.3) 1 (25.4) 25/ 5.7 150/ 35 WS 1242 2-3/4 (69.9) 4-1/4 (108.0) 1-1/2 (38.1) 25/ 6.2 150/ 38 WS-1244 3 (76.2) 4-1/2 (114.3) 1-3/4 (44.5) 25/ 6.5 150/ 39 WS 1254 4 (101.6) 5-1/2 (139.7) 2-3/4 (69.9) 25/ 7.7 150/ 47 WS-1270 5-1/2 (139.7) 7 (177.8) 4 1/4 (108.0) 25/ 9.3 150/ 57 WS-5834 1-3/4 (44.5) 5/8"-11 3-1/2 (88.9) 1/8 (3.2) 10/ 3.6 100/ 37 WS-5842 2-1/2 (63.5) 4-1/4 (108.0) 7/8 (22.2) 10/ 4.1 100/ 42 WS-5850 3-1/4 (82.6) 5 (127.0) 1-5/8 (41.3) 10/ 4.7 100/ 48 WS-5860 4-1/4(107.9) 6 (152.4) 2-5/8 (66.7) 10/ 5.4 50/ 28 WS-5870 5-1/4(133.4) 7 (177.8) 3-5/8 (92.1) 10/ 6.2 30/ 19 WS-5884 5-3/4(146.0) 8-1/2 (215.9) 5-1/8 (130.2) 10/ 8.0 30/ 25 WS-58100 5-3/4 (146.0) 10 (254.0) 6-5/8 (1683) 10/ 9.4 30/ 29 1mr...--- WS-3442 2-3/8 (60.3) 3/4"-10 4-1/4 (108.0) 1/4 (31.8) 10/ 6.8 60/ 42 W WS-3446 2-7/8 (73.0) 4-3/4 (120.1) 3/4 (19.1) 10/ 7.4 60/ 45 ---i WS-3454 3-5/8 (92.1) 5-1/2 (139.7) 1-1/2 (38.1) 10/ 8.1 50/ 41 . WS-3462 4-3/8(111.1) 6-1/4 (158.8) 2-1/4 (57.2) 10/ 9.1 30/ 28 WS-3470 5-1/8(130.2) 7 (177.8) 3 (76.2) 10/ 9.7 30/ 30 - WS-3484 5-3/4 (146.0) 8-1/2 (215.9) 4-1/2 (114.3) 10/12.3 30/ 38 + !� WS-34100 5-3/4(146.0) 10 (254.0) 6 (152.4) 10/14.0 30/ 43 WS-34120 1-3/4 (44.5) 12 (304.8) 8 (203.2) 10/16.6 30/ 51 WS-7860 2-1/2 (63.5) 7/8"- 9 6 (152.4) 1-3/8 (34.9) 5/ 6.3 25/ 32 WS-7880 2-1/2 (63.5) 8 (203.2) 3-3/8 (85.7) 5/ 8.1 15/ 25 WS-78100 2-1/2 (63.5) 10 (254.0) 5-3/8 (136.5) 5/ 9.8 15/ 30 WS-10060 2-1/2 (63.5) 1" - 8 6 (152.4) 1/2 (12.7) 5/ 8.3 25/ 43 WS-10090 2-1/2 (63.5) 9 (228.6) 3-1/2 (88.9) 5/11.6 15/ 36 WS-100120 2-1/2 (63.5) 12 (304.8) 6-1/2 (165.1) 5/15.0 15/ 46 ' TIE WIRE TIN-1400 N/A 1/4" 2-1/8 (54.0) 9/32-hole (7.1) 100/ 3.6 1000/ 36 TW-1400 K _ N/A 2-1/8 (54.0) _ 9/32-hole (7.1) BULK _ 1500/73 SELECTION CHARTS Meets ASTM A153 Class specifications for hot-dipped galvanizing>4Sum=.002". It is highly recommended for Tru b o l t Carbon Steel damp,humid environments near coastal regions.Hot dipped galvanized Trubohs have a coating thickness of zinc with Hot-Dipped Galvanizing that is almost 10 times as thick as electroplating.This creates greater corrosion resistance at a minimal cost. PART THREAD ANCHOR DIA. OVERALL MAX.THICKNESS QTY/WT QTY/WT aat Typical Applications- NUMBER LENGTH &DRILL BIT LENGTH OF MATERIAL PER BOX PER MASTER Railings,5ignage,Awnings,etc. In.(mm) SIZE(THREADS) In.(mm) TO BE FASTENED lbs. CARTON Li PER INCH In.(mm) lbs. Environment-Rural/ (31.8) 1/2"-13 23/4 (69.9) 1/8 (3.2) 25/ 4.8 200/ 39 1u WS-12266 1-1/4 Suburban(exterior environ- WS 12426 2 3/4 (69.9) 4114 (108.0) 1-1/2 (38.1) 25/ 6.7 150/ 41 meet- W5-1254G 4 (1016) 5-1/2 (1391) 2-3/4 (69.9) 25/ 8.0 150/ 49 essentially unpolluted areas) WS-1270G 5-1/2 (139.7) 7 (1778) 4-1/4 (108.0) 25/ 9.7 150/ 59 Level of Corrosion- WS-5834G 1-3/4 (44.5) 5/8"-11 3-1/2 (88.9) 1/8 (3.2) 10/ 3.7 100/ 38 Low to Medium WS-5860G 4-1/4 (107.9) 6 (152.4) 2-5/8 (66.7) 10/ 5.6 50/ 29 WS-3446G 2-7/8 (73.0) 3/4"-10 4-3/4 (120.7) 3/4 (19.1) 10/ 7.5 60/ 46 WS-3454G 3-5/8 (92.1) 5-1/2 (139.7) 1-1/2 (38.1) 10/ 8.4 50/ 42 WS-3484G 5-3/4 (146.0) 8-1/2 (215.9) 4-1/2 (114.3) _ 10/12.5 _ 30/ 38 myeRed Head' 56 ° I RED HEAD (all our toil hee number 800-899-7890 on viva our web site for the most current product and technical information at www.nwredhead.com r SELECTION CHARTS Trubolt Type 304 Serves many applications well.It withstands rusting in architectural and food processing environments Stainless Steel and resists organic chemicals,dye stuffs and many inorganic chemicals. PART THREAD ANCHOR DIA. OVERALL MAX. QTY/WT QTV/WT Typical Applications- NUMBER LENGTH &DRILL BIT LENGTH THICKNESS PER BOX PER MASTER ix I Cladding,Stadium Seating,etc. In.(mm) SIZE(THREADS) In.(mm) OF MATERIAL lbs. CARTON PER INCH TO BE FASTENED lbs. Environment-Urban In.(mm) (slight to moderate WW-1416 3/4 (19.1) 1/4"-20 1-3/4 (44.5) 3/8 (9.5) 100/ 3.2 1000/32 ,. - degree of pollution) WW-1422 1-1/4 (31.8) 2-1/4 (57.2) 7/8 (22.2) 100/ 3.7 1000/37 Level of Corrosion-Medium WW-1432 2-1/4 (57.2) 3-1/4 (82.6) 1-7/8 (47.6) 100/ 4.8 800/39 WW-3822 1-1/8 (28.6) 3/8"-16 2-1/4 (57.2) 3/8 (9.5) 50/ 4.1 500/41 • WW-3826 1-5/8 (41.3) 2-3/4 (69.9) 7/8 (11.2) 50/ 4.8 400/39 WW-3830 1-3/4 (44.5) 3 (76.2) 1-1/8 (28.6) 50/ 5.1 400/42 WW-3836 2-1/2 (635) 3-3/4 (95.3) 1-7/8 (47.6) 50/ 6.0 300/37 WW-3850 3-3/4 (95.3) 5 (127.0) 3-1/8 (79.4) 50/ 7.5 250/39 • WW-1226 1-1/4 (31.8) 112"-13 2-3/4 (69.9) 1/8 (3.2) 25/ 4.7 200/38 WW-1236 2-1/4 (57.2) 3-3/4 (95.3) 1 (25.4) 25/ 5.8 150/36 WW-1242 2-3/4 (69.9) 4-1/4 (108.0) 1-1/2 (38.1) 25/ 6.3 150/39 WW-1254 3 (76.2) 5-1/2 (139.7) 2-3/4 (69.9) 25/ 7.7 150/47 WW-1270 3-1/2 (88.9) 7 (177.8) 4-1/4 (108.0) 25/ 9.4 150/57 WW-5834 1-3/4 (44.5) 5/8"-11 3-1/2 (88.9) 1/8 (3.2) 10/ 3.6 100/37 WW-5842 2-1/2 (63.5) 4-1/4 (108.0) 7/8 (22.2) 10/ 4.2 100/43 WW-5850 3-1/4 (82.6) 5 (127.0) 1-5/8 (41.3) 10/ 4.8 100/49 WW-5860 4-1/4 (107.9) 6 (152.4) 2-5/8 (66.7) 10/ 5.5 50/28 WW-5870 3-1/2 (88.9) 7 (177.8) 3-5/8 (92.1) 10/ 6.2 30/20 WW-5884 3-1/2 (88.9) 8-1/2 (215.9) 5-1/8 (130.2) 10/ 8.0 30/25 WW-3442 2-3/8 (60.3) 3/4'-10 4-1/4 (108.0) 1/4 (1.6) 10/ 6.8 60/42 WW-3446 2-7/8 (73.0) 4-3/4 (120.7) 3/4 (19.1) 10/ 6.7 60/41 WW-3454 3-5/8 (92.1) 5-1/2 (139.7) 1-1/2 (38.1) 10/ 1.5 50/38 WW-3470 3-1/2 (88.9) 7 (177.8) 3 (76.2) 10/ 9.2 30/28 WW-3484 3-1/2 (88.9) 8-1/2 (215.9) 4-1/2 (114.3) 10/12.3 30/38 WW-34100 1-3/4 (44.5) 10 (254.0) 6 (152.4) 10/133 30/42 WW-10060 2-1/2 (63.5) 1" - 8 6 (152.4) 1/2 (12.7) 5/ 8.3 25/43 WW-10090 2-1/2 (63.5) 9 (228.6) 3-1/2 (88.9) 5/11.4 15/35 •For continuous extreme low temperature applications,use stainless steel. SELECTION CHARTS Trubol t Type 316 Contains more nickel and chromium than Type 304,and 2%-3%molybdenum,which gives it better Stainless Steel corrosion resistance.It is especially more effective in chloride environments that tend to cause pitting. PART THREAD ANCHOR DIA. OVERALL MAX. OTV/WT QTV/WT airlirlirgli Typical Applications- NUMBER LENGTH &DRILL BIT LENGTH THICKNESS PER BOX PER MASTER Pumps,Diffusers,Gates, In.(mm) SIZE(THREADS) In.(mm) OF MATERIAL lbs. CARTON i Weir Plates,etc. PER INCH TO BE FASTENED lbs. In.(mm) Environment-Industrial SWW-1422 1-1/4 (31.8) 1/4" 20 2-1/4 (57.2) 7/8 (22.2) 100/ 3.7 1000/ 31 (moderate to heavy SWW-1432 2 1/4 (57.2) 3-1/4 (82.6) 1-1/8 (28.6) 100/ 4.8 1000/ 39 atmospheric pollution) SWW-3822 1-1/8 (28.6) 3/8" 16 2-1/4 (57.2) 3/8 (9.5) 50/ 4.1 500/ 41 Level of Corrosion- SWW-3826 1-5/8 (41.3) 2-3/4 (69.9) 7/8 (22.2) 50/ 4.8 400/ 39 Medium to High 5WW-3830 1-3/4 (44.5) 3 (76.2) 1-1/8 (28.6) 50/ 5.2 400/ 42 SWW-3836 2-1/2 (63.5) 3-3/4 (955) 1-7/8 (47.6) 50/ 6.0 300/ 37 5WW-3850 3-3/4 (95.3) 5 (127.0) 3-1/8 (79.4) 50/ 7.5 250/ 39 7:/ Typical Applications-- SWW-1226 1-1/4 (31.8) 1/2"-13 2-3/4 (69.9) 1/8 (3.2) 25/ 4.7 200/ 39 Tunnels,Dams,Tiles, SWW-1236 2-1/4 (57.2) 3-3/4 (95.3) 1 (25.4) 25/ 5.8 150/ 36 - Lighting Fixtures,etc. SWW-1242 2-3/4 (69.9) 4-1/4 (108.0) 1-1/2 (38.1) 25/ 6.5 150/ 40 a` 1'. SWW-1254 3 (76.2) 5-1/2 (139.7) 2-3/4 (69.9) 25/ 7.8 150/ 48 TM Environment- Marine(heavy atmospheric SWW-5842 2-1/2 (63.5) 5/8"-11 4-1/4 (108.0) 7/8 (22.2) 10/ 4.2 100/ 43 • `lt - A. t SWW-5850 3-1/4 (82.6) 5 (127.0) 1-5/8 (41.3) 10/ 4.8 100/ 49 . +F pollution) SWW-5870 3-1/2 (88.9) 7 (177.8) 3-5/8 (92.1) 10/ 6.7 30/ 21 Level of Corrosion-High SWW-3446 2-1/4 (57.2) 3/4"-10 4-3/4 (120.7) 3/4 (19.1) 10/ 6.8 60/ 41 SWW-3454 3 (76.2) 5-1/2 (139.7) 1-1/2 (38.1) 10/ 8.1 50/ 41 'For continuous extreme low temperature applications,use stainless steel. !r(>`st7Red Head' (all ow toll free number S0P199-7t90or visit our web site for the most �� RED HEAD 57 current product and technical information at yrnitamelbegam PERFORMANCE TABLE Trubolt Wedge Anchors Ultimate Tension and Shear Values (Lbs/kN) in Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR fc=2000 PSI(13.8 MPa) fc=4000 PSI(27.6 MPa) fc=6000 PSI(41.4 MPa) DIA. TORQUE DEPTH TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR In.(mm) Ft.Lbs.(Nm) In.(mm) Lbs.(kN) Lbs.(kN) lbs.(kN) Lbs.(kN) Lbs.(kN) lbs.(kN) 1/4 (6.4) 4 (5.4) 1-1/8 (28.6) 1,180 (5.2) 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) 1-15/16 (49.2) 2,100 (9.3) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 2-1/8 (54.0) 2,260 (10.1) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) . 3/8 (9.5) 25 (33.9) 1-1/2 (38.1) 1,680 (7.5) 2,320 (10.3) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) 3 (76.2) 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 4 (101.6) 4,800 (21.4) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 1/2 (12.7) 55 (74.6) 2-1/4 (57.2) 4,660 (20.7) 4,760 (21.2) 5,100 (22.7) 4,760 (21.2) 7,040 (31.3) 7,040 (31.3) 4-1/8 (104.8) WS-Carbon or 4,660 (20.7) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 6 (152.4) WS-G 5,340 (23.8) 1,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69.9) Hot-Dipped 6,580 (29.3) 7,120 (31.7) 7,180 (31.9) 7,120 (31.7) 9,720 (43.2) 9,616 (42.8 5-1/8 (130.2) Galvanized 6,580 (29.3) 9,600 (42.7) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7)Or 7-1/2 (190.5) WW_3045.5. 7,060 (31.4) 9,600 (42.7) 15,020 (66.8) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 3/4 (19.1) 110 (149.2) 3-1/4 (82.6) Of 7,120 (31.7) 10,120 (45.0) 10,840 (48.2) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (168.3) SWW-316 SS. 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) 10,980 (48.8) 20,320 (90.4) 17,880 (79.5) 23,740 (105.6) 23,580 (104.9) 23,740 (105.6) 7/8 (22.2) 250 (339.0) 3-3/4 (95.3) 9,520 (42.3) 13,160 (58.5) 14,740 (65.6) 16,580 (73.8) 17,420 (17.5) 19,160 (85.2) 6-1/4 (158.8) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (203.2) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300 (406.7) 4-1/2 (114.3) 13,940 (62.0) 16,080 (71.5) 20,180 (89.8) 22,820 (101.5) 21,180 (94.2) 24,480 (108.9) 7-3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) 9-1/2 (241.3) 18,700 (83.2) 28,680 (127.6) 26,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) • Allowable values are based upon a 4 to 1 safety(actor.Divide by 4 for allowable load values. " For Tie-Wire Wedge Anchor,TW-1400,use tension data from 1/4"diameter with 1-1/8"embedment. • For continuous extreme low temperature applications,use stainless steel. PERFORMANCE TABLE Trubolt Ultimate Tension and Shear Values (Lbs/kN) in Wedge Anchors Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE fc=3000 PSI(20.7 MPa) LIGHTWEIGHT CONCRETE FILL In.(mm) Ft.Lbs.(Nm) In.(mm) fc=3000 PSI(20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 3/8 (9.5) 25 (33.9) 1-1/2 (38.1) 1,175 (5.2) 1,480 (6.6) 1,900 (8.5) 3,160 (14.1) 3 (76.2) WS-Carbon or 2,825 (12.6) 2,440 (10.9) 2,840 (12.6) 4,000 (17.8) 1/2(12.7) 55 (74.6) 2-1/4 (57.2) WS G 2,925 (13.0) 2,855 (12.7) 3,400 (15.1) 5,380 (23.9) Hot-Dipped 3 (76.2) 3,470 (15.4) 3,450 (15.3) 4,480 (19.9) 6,620 (29.4) 4 (101.6) Galvanized or 4,290 (19.1) 3,450 (15.3) 4,800 (21.4) 6,440 (28.6) 5/8(15.9) 90 (122.0) 3 (76.2) WW-304 S.S. 4,375 (19.5) 4,360 (19.4) 4,720 (21.0) 5,500 (24.5) 5 (127.0) 6,350 (28.2) 6,335 (28.2) 6,580 (29.3) 9,140 (40.7) 3/4(19.1) 110 (149.2) 3-1/4 (82.6) SWW-316 5.5. 5,390 (24.0) 7,150 (31.8) 5,840 (26.0) 8,880 (39.5) 5-1/4 (133.4) 7,295 (32.5) 10,750 (47.8) 7,040 (31.3) N/A •"Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values. n rrwRed Head" 58 ---7- -,c3 RED HEAD Callurrentl free number&00-899-7890 or nut our web ore for the most G current product and technical information at www.itwredhead.[om PERFORMANCE TABLE Trubolt Recommended Edge and Spacing Distance Requirements Wedge Anchors for Shear Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN.EDGE MIN.EDGE DISTANCE SPACING MIN.ALLOWABLE DIA. DEPTH TYPE REQUIRED TO DISTANCE AT WHICH AT WHICH THE REQUIRED TO SPACING BETWEEN In.(mm) In.(mm) OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAX. ANCHORS In.(mm) WORKING LOAD APPUED=.60 APPLIED=.20 WORKING LOAD LOAD FACTOR In.(mm) In.(mm) In.(mm) In.(mm) APPUED=.40 1/4 (6.4) 1-1/8 (28.6) 2 (50.8) 1-5/16 (33.3) N/A 3-15/16 (100.0) 2 (50.8) 1-15/16 (49.2) 1-15/16 (49.2) 1 (25.4) NIA 3-7/8 (98.4) 1-15/16 (49.2) 3/8 (9.5) 1-1/2 (38.1) 2-5/8 (66.7) 1-3/4 (44.5) N/A 5-1/4 (133.4) 2-5/8 (66.7) ' 3 (76.2) WS-Carbon 3-3/4 (95.3) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (76.2) 1/2 (12.7) 2-1/4 (57.2) or 3-15/16 (100.0) 2-9/16 (65.1) N/A 7-7/8 (200.0) 3-15/16 (100.0) 4-1/8 (104.8) WS-G 5-3/16 (131.8) 3-1/8 (79.4) 1-9/16 (39.7) 6-3/16 (157.2) 3-1/8 (79.4) Hot-Dipped 5/8 (15.9) 2-3/4 (69.9) 4-13/16 (122.2) 3-1/8 (79.4) N/A 9-5/8 (244.5) 4-13/16 (122.2) 5-1/8 (130.2) Galvanized 6-7/16 (163.5) 3-7/8 (98.4) 1-15/16 (49.2) 7-11/16 (195.3) 3-7/8 (98.4) 3/4 (19.1) 3-1/4 (82.6) or 5-11/16 (144.5) 3-3/4 (95.3) N/A 11-3/8 (288.9) 5-11/16 (144.5) 6-5/8 (168.3) WW-304 SS. 6-5/16 (160.3) 5 (127.0) 2-1/2 (63.5) 9-15/16 (252.4) 5 (127.0) 7/8 (22.2) 3-3/4 (95.3) or 6-9/16 (166.7) 4-5/16 (109.5) N/A 13-1/8 (333.4) 6-9/16 (166.7) 6-1/4 (158.8) SWW-316S.S. 8-1/2 (215.9) 6-1/4 (158.8) 3-1/8 (79.4) 12-1/2 (317.5) 6-1/4 (158.8) 1 (25.4) 4-1/4 (108.0) 7-7/8 (200.0) 5-1/8 (130.2) N/A 15-3/4 (400.1) 7-7/8 (200.0) 7-3/8 (187.3) 10-1/16 (255.6) 7-3/8 (187.3) 3-11/16 (93.7) 14-3/4 (374.7) 7-3/8 (187.3) • Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete.Linear interpolation may be used for intermediate spacing and edge distances. PERFORMANCE TABLE Trubolt Recommended Edge and Spacing Distance Requirements Wed•e Anchors for Tension Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN.ALLOWABLE SPACING REQUIRED MIN.ALLOWABLE DIA. DEPTH TYPE REQUIRED TO EDGE DISTANCE AT TO OBTAIN MAX. SPACING AT WHICH In.(mm) M.(mm) OBTAIN MAX. WHICH THE LOAD WORKING LOAD THE LOAD FACTOR WORKING LOAD FACTOR APPLIED=.65 In.(mm) APPLIED=.70 In.(mm) In.(mm) In.(mm) 1/4 (6.4) 1-1/8 (28.6) 2 (50.8) 1 (25.4) 3-15/16 (100.0) 2 (50.8) 1-15/16 (49.2) 1-15/16 (49.2) 1 (25.4) 3-7/8 (98.4) 1-15/16 (49.2) 2-1/8 (54.0) 1-5/8 (41.3) 13/16 (20.6) 3-3/16 (81.0) 1-5/8 (41.3) 3/8 (9.5) 1-1/2 (38.1) 2-5/8 (66.7) 1-5/16 (33.3) 5-1/4 (133.4) 2-5/8 (66.7) 3 (76.2) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (76.2) 4 (101.6) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (76.2) 1/2 (12.7) 2-1/4 (57.2) WS-Carbon or 3-15/16 (100.0) 2 (50.8) 7-7/8 (200.0) 3-15/16 (100.0) 4-1/8 (104.8) 3-1/8 (79.4) 1-9/16 (39.7) 6-3/16 (157.2) 3-1/8 (79.4) 6 (152.4) WS{' 4-1/2 (114.3) 2-1/4 (57.2) 9 (228.6) 4-1/2 (114.3) 5/8 (15.9) 2-3/4 (69.9) Hot-Dipped 4-13/16 (122.2) 2-7/16 (61.9) 9-5/8 (244.5) 4-13/16 (122.2) 5-1/8 (130.2) Galvanized 3-7/8 (98.4) 1-15/16 (49.2) 7-1/16 (195.3) 3-7/8 (98.4) 7-1/2 (190.5) or 5-5/8 (142.9) 2-13/16 (71.4) 11-1/4 (285.8) 5-5/8 (142.9) 3/4 (19.1) 3-1/4 (82.6) WW-304S.5. 5-11/16 (144.5) 2-7/8 (73.0) 11-3/8 (288.9) 5-11/16 (144.5) 6-5/8 (168.3) or 5 (127.0) 2-1/2 (63.5) 9-15/16 (252.4) 5 (127.0) 10 (254.0) SWW-316S.S. 7-1/2 (190.5) 3-3/4 (95.3) 15 (381.0) 7-1/2 (190.5) 7/8 (22.2) 3-3/4 (95.3) 6-9/16 (166.7) 3-5/16 (84.1) 13-1/8 (333.4) 6-9/16 (166.1) 6-1/4 (158.8) 6-1/4 (158.8) 3-1/8 (79.4) 12-1/2 (317.5) 6-1/4 (158.8) 8 (203.2) 6 (152.4) 3 (76.2) 12 (304.8) 6 (152.4) 1 (25.4) 4-1/2 (114.3) 7-7/8 (200.0) 3-15/16 (100.0) 15-3/4 (400.1) 7-7/8 (200.0) 7-3/8 (187.3) 7-3/8 (187.3) 3-11/16 (93.7) 14-3/4 (374.7) 7-3/8 (187.3) 9-1/2 (241.3) 7-1/8 (181.0) 3-9/16 (90.5) 14-1/4 (362.0) 7-1/8 (181.0) ' Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete.Linear interpolation may be used for intermediate spacing and edge distances. Combined Tension and Shear Loading-for Trubolt Anchors Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (Ps/Pt}'+ (Vs Nt)" <_1 Ps= Applied tension load Vs=Applied shear load Pt=Allowable tension load Vt=Allowable shear load rrmRed Head' /�e Cat our toll free number B00-899-7890 or visit out web site for the most .1��RED HEAD 57((�� current product and technical information at www.itwredhead.cum APPENDIX B: Strength Design Performance values in accordance to 2006 IBC ITW RED HEAD TRUBOLT WEDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-E5 AC193 AND ACI 355.2,IN ACCORDANCE WITH 2006 IBC Trubolt® TRUBOLT WEDGE ANCHOR DESIGN INFORMATIONL2,3 wedge Anchors Nominal Anchor Diameter DESIGN INFORMATION Symbol Units 1/4 3/8 1/2 5/8 3/4 Anchor 0.D. do in 0.250 0.375 0.500 0.625 0.750 Effective embedment hey in 1-1/2 2 1-3/4 2-5/8 1-7/8 3-3/8 2-1/2 4 3-1/2 4-3/4 Minimum member thickness hmin in 4 4 4 5 5 6 5 8 6 8 Critical edge distance car in 2-5/8 3 2-5/8 5-1/4 3-3/4 6-3/4 5 8 7 9 Minimum edge distance (min in 1-3/4 1-1/2 2-1/4 2 3-3/4 3-3/4 4-1/4 3-1/4 3-3/4 3-1/2 Minimum anchor spacing smin in 1-3/4 1-1/2 2-1/4 1 3-3/4 3-314 4-1/4 3-1/4 3-3/4 3-1/2 Min.Specified Yield Strength fy lb/in' 55,000 Min.Specified Ultimate Strength futa lb/in' 75,000 Effective tensile stress area ASe in 0.032 0.078 0.142 0.226 0.334 Steel strength in tension Ns lb 2,385 5,815 10,645 16,950 25,050 Steel strength in shear Vs lb 1,430 2,975 3,490 4,450 6,385 6,045 10,170 10,990 15,030 Pullout strength,uncrackedconcrete Np,uncr lb 1,392 I 1,206 2,198 3,469 2,400 4,168 4,155 6,638 8,031 10,561 Anchor Category(All anchors are ductile) 1 Effectiveness factor k,,,,,,uncracked concrete 24 Axial stiffness in service load range I 13 I lb/in 14,651 9,385 17,515 26,424 32,483 26,136 42,899 - 21,749 43,576 28,697 Coefficient for variation for axial stiffness in service load range 34 47 28 45 17 33 55 22 63 28 Strength reduction factor m for tension,steel failure modes 0.75 Strength reduction factor rp for shear,steel failure modes 0.65 Strength reduction factor 4)for tension,concrete failure modes,Condition B 0.65 Strength reduction factor 4 for shear,concrete failure modes,Condition B 0.70 'Trubolt+Anchor Design Strengths must be determined in accordance with ACI 318-05 Appendix 0 and this table 'The Trubolt+Wedge Anchor is a ductile steel element as defined by ACI 318 D.1 31/4",3/8",&1/2"diameter data is listed in ICC-ES ESR-2251. Trubolt® TRUBOLT WEDGE ANCHOR(INSTALLED) TRUBOLT WEDGE INSTALLATION INFORMATION VJedgeAnchors r 'wart-r..,,,r.:a.,, Nominal Anchor Diameter(in.) `�--./ Symbol Units - � 1/4 3/8 1/2 5/8 3/4 a - -• Anchor outer d in 0.25 0.375 0.5 0.625 0.750 ,, -""- diameter ° i n T Nominal carbide dbit in 1/4 3/8 1/2 5/8 3/4 t bit diameter Effective p hef in 1-1/2 2 1-3/4 2-5/8 1-7/8 3-3/8 2-1/2 4 3-1/2 4-3/4 embedment depth Min hole depth h0 in 2 2-1/2 2-1/2 3-3/8 2-3/4 4-1/4 3-3/4 5-1/4 4-3/4 6 `('t Min slab thickness hmin in 4 4 5 5 6 5 8 6 8 Installation torque Ting ft-lb 4 25 55 90 110 Min hole diameter dh in 5/16 7/16 9/16 11/16 13/16 in fixture .' Hri ' i ,'+ III 1 ill,a l3l I ('.r (tt a', ... /TI Red Head* Call our toll hee number 800-899-7890 or vot our web Site for the most RED HEAD 101 current product and technical information at bmpti, ld,coq APPENDIX B: Strength Design Performance values in accordance to 2006 IBC Trubolt® TRUBOLT WEDGE PULLOUT STRENGTH(NI).unc)(POUNDS)' 'vUecfge k.nci,ors Nominal Anchor Effective Concrete Compressive Strength Diameter(in.) Embedment Depth(in.) f'c=2,500 psi f'c=3,000 psi f'c=4,000 psi f'c=6,500 psi 1/4 1-1/2 1,392 1,525 1,610 1,822 2 1,706 1,869 1,947 2,151 3/8 1-3/4 2,198 2,408 2,621 3,153 2-5/8 3,469 3,800 3,936 4,275 1/2 1-7/8 2,400 2,629 3,172 4,520 3-3/8 4,168 4,520 4,520 4,520 5/8 2-1/2 4,155 4,155 4,376 5,578 4 6,638 6,900 7,968 10,157 • 3/4 3-1/2 8,031 8,322 9,610 12,251 4-3/4 10,561 10,561 10,561 12,251 For SI:1 inch=25.4 mm,l Ibf=4.45 N,1 psi=0.006895 Mpa 1 Values are for single anchors with no edge distance or spacing reduction. TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC TENSION(ASD),NORMAL-WEIGHT UNCRACKED CONCRETE 1-6 Nominal Anchor Effective Concrete Compressive Strength Diameter(in.) Embedment Depth(in.) f'c=2,500 psi f'c=3,000 psi f'c=4,000 psi f'c=6,500 psi 1/4 1-1/2 611 670 707 800 2 749 821 855 945 3/8 1-3/4 965 1,058 1,151 1,385 2-5/8 1,524 1,669 1,729 1,878 1/2 1-7/8 1,054 1,155 1,393 1,985 3-3/8 1,831 1,985 1,985 1,985 5/8 2-1/2 1,825 1,825 1,922 2,450 4 2,915 3,030 3,499 4,461 3/4 3-1/2 3,527 3,655 4,221 5,381 4-3/4 4,638 4,638 4,638 5,381 For SI:1 inch=25.4 mm,1 lbf=4.45 N,1 psi=0.006895 Mpa Design Assumptions: ' Single anchor with static tension load only. ' Concrete determined to remain untracked for the life of the anchorage. 2006� ,g� ' Load combinations from 2006 IBC,Sections 1605.2.1 and 1605.3.1(no seismic loading). ' Thirty percent dead load and 70 percent live load,controlling load combination 1.2D+1.6L ' Calculation of weighted average:1.2D+1.61.=1.2(0.3)+1.6(0.7)=1.48 Co�►p��an 3/4 Values do not include edge distance or spacing reductions. TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC SHEAR(ASD),STEEL(POUNDS)" Nominal Anchor Diameter(in.) Effective Embedment Depth(in.) Allowable Steel Capacity,Static Shear 1/4 1 �l2 628 3/8 1-3/4 1,307 2-5/8 1,533 1/2 1-7/8 1,954 3-3/8 2,804 5/8 2-1/2 2,655 4 4,467 3-1/2 4,827 4-3/4 6,601 For SI:1 inch=25.4 mm,1 lbf=4.45 N,1 psi=0,006895 Mpa Design Assumptions: ' Single anchor with static shear load only. ' Load combinations from 2006 IBC,Sections 1605.2.1 and 1605.3.1(no seismic loading). ' Thirty percent dead load and 70 percent live load,controlling load combination 1.2D+1.6L Calculation of weighted average:1.2D+1.6L=1.2(0.3)+1.6(0.7)=1.48 s Values do not include edge distance or spacing reductions. /r'r1l Red Head' 102 -_, E BRD HEAD (all our toll free number 806899-7890 or visit our web site for the most G current product and technical information at www.jtwredhedd.co t